From the observed forward and back azimuth from north of an open compass traverseAB ***** 36°15'******* 216°20'BC ***** 116°10 ******* 296°00'CD ***** 129°55' ******* 309°45DE ***** 39°10' ******* 219°10'EF ***** 75°15' ******k 255°25'1.Determine the most probable forward bearing of line BC.A. N 64° 10' WB. S 63° 50' EC.N 63° 50' WD. S 64° 00' WE. S 64° 10' E2.Determine the back bearing of line EF.A. N 75° 25' EB. S 75° 15' WC.N 75° 20' ED. S75° 25' WE. N 75° 15' E

Given data in question Open traverse Forward bearing Back bearing To find out Most probable…

From the observed forward and back azimuth from north of an open compass traverse AB ***** 36°15 ******* 216°20' BC ***** 116°10******* 296°00 CD ***** 129°55 ******* 309 45' DE ***** 39°10******* 219°10' EF ***** 75°15' ******* 255°25 1. Determine the most probable forward bearing of line BC. A. N 64° 10' W B. S 63° 50' E C.N 63° 50' W D. S 64° 00' W E. S 64° 10' E 2. Determine the back bearing of line EF. A. N 75° 25' E B. S 75° 15' W C.N 75° 20' E D. S75° 25' W E. N 75° 15' E

From the observed forward and back azimuth from north of an open compass traverse AB * 36°15 * 216°20' BC * 116°10*** 296°00 CD * 129°55 *** 309 45' DE * 39°10*** 219°10' EF * 75°15' ***** 255°25 1. Determine the most probable forward bearing of line BC. A. N 64° 10' W B. S 63° 50' E C.N 63° 50' W D. S 64° 00' W E. S 64° 10' E 2. Determine the back bearing of line EF. A. N 75° 25' E B. S 75° 15' W C.N 75° 20' E D. S75° 25' W E. N 75° 15' E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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COMPLETE THE CHART: BEARING N. 10° 20' 30" E. S. 73° 45' 13" E. AZIMUTH 276° 12' 07" 196° 15' 12" 202° 17' 45"
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معاينة Find the coordinates of points A, B, C, D and E by adjusting this traverse. Complete all cells in the tables below. GIVEN: Azimuth S5-S2 = 32°47'27" XS2 = - 715.000m YS2 = - 355.000m Complete all tables below and calculate all disclosure errors and their correction values. D A AS2 Page 1 of 4 مشاركة حد د المنطقة التخطيط II Measured angle Clockwise Angular 115°30'25" 225°10'08" 245°40'55" 223°05'05" 260°15'45" 242°51'26" 127°26'30"
Given the data of a mathematically closed traverse. LINE, ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. ****** "b" ****** 5.10 9. Find the length of line CD. A. 54.30 B. 32.10 C. 47.22 D. 50.01 10. Find the area of traverse. A. 1360.14 sq. m B. 2532. 42 sq. m C. 1256.68 sq. m D. 2680.52 sq. m
Compute the distance of the missing side LINES AZIMUTH DISTANCES A-B 225°00' 1200 m В -с 346°00 1400 m C-A
AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show detailed computation. include also the plot.
Given the data of a mathematically closed traverse. LINE, ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 FA ****** "b" ****** 5 10 7. Find the double area that corresponds to course DE. A. 445.22 sq. m B. 409.59 sq. m C. 423.11 sq. m D. 498.60 sq. m 8. Find the azimuth from North of line DE. A. 54° В. 42° C. 108° D. 113°
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Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. FA ****** "b" ****** 5 10 Type the letter of the correct answer 1. Find the value of 'a". A. -30.36 m B. -32.87 m C.-31.54 m D. -36.98 m Find the value of "b". A. 19.22 m B. 20.46 m C. 23.52 m D. 27.54 m 2.
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Azimuth from North AB 161.460 m 228°20’ BC 180.490 m 267°43’ CD 171.830 m 352°01’ DE 229.700 m 82°12’ EA 130.550 m 131°48’ * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please provide a proven solution. Be mindful about the decimal places. Kindly answer this accurately. Thank You so much)